Modelling the static liquefaction of sand with low-plasticity fines

Undrained Behavior of Sand-Fines Mixtures and Their State Parameter

(2014) Md. Mizanur Rahman et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Predicting onset of cyclic instability of loose sand with fines using instability curves

(2014) M.A.L. Baki et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Recommendations for extension and re-calibration of an existing sand constitutive model taking into account varying non-plastic fines content

(2014) Ali Lashkari   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Prediction of Undrained Monotonic and Cyclic Liquefaction Behavior of Sand with Fines Based on the Equivalent Granular State Parameter

(2013) M. M. Rahman et al.   International Journal of Geomechanics

Linkage between static and cyclic liquefaction of loose sand with a range of fines contents

(2012) Md.A.L. Baki et al.   CANADIAN GEOTECHNICAL JOURNAL

Evaluation of static liquefaction potential of silty sand slopes

(2011) Poul V. Lade et al.   CANADIAN GEOTECHNICAL JOURNAL

Anisotropic Critical State Theory: Role of Fabric

(2011) Xiang Song Li et al.   JOURNAL OF ENGINEERING MECHANICS

Predicting the Onset of Static Liquefaction of Loose Sand with Fines

(2011) Rahman Md. Mizanur et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Equivalent granular state parameter and undrained behaviour of sand–fines mixtures

(2011) Md. Mizanur Rahman et al.   Acta Geotechnica

Reply to the discussion by Wanatowski and Chu on “On equivalent granular void ratio and steady state behaviour of loose sand with fines”Appears in the Canadian Geotechnical Journal, 46(4): 482.

(2009) M. M. Rahman et al.   CANADIAN GEOTECHNICAL JOURNAL

Modified state parameter for characterizing static liquefaction of sand with fines

(2009) D. C. Bobei et al.   CANADIAN GEOTECHNICAL JOURNAL

On equivalent granular void ratio and steady state behaviour of loose sand with fines

(2008) M. M. Rahman et al.   CANADIAN GEOTECHNICAL JOURNAL

Interpreting undrained instability of mixed soils by equivalent intergranular state parameter

(2008) C. F. Chiu et al.   GEOTECHNIQUE

SANISAND: Simple anisotropic sand plasticity model

(2007) Mahdi Taiebat et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS